Tolerance for slab soffit forms
Tolerance for slab soffit forms
(OP)
The proposed condo will have a stippled finish applied to the floor soffits of the multistorey building. What tolerance should I specify for slab soffit form joints? Should it be ACI 117 Standard Tolerances, Class B (i.e. tolerance of 1/4" difference in level at form joints), or Class A (i.e. tolerance of 1/8")? Or should we specify some other tolerance, or to tape all joints before placing the concrete? Is there anyone out there who has dealt with this, who can tell me what the standard practice where stippled finish is to be applied?





